Eccentrically Loaded Reinforced Concrete Columns with Variable Cross Section

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Title: Eccentrically Loaded Reinforced Concrete Columns with Variable Cross Section

Author(s): Labib Riad

Publication: Special Publication

Volume: 13

Issue:

Appears on pages(s): 245-262

Keywords:

Date: 1/1/1966

Abstract:
A theoretical analysis of the buckling of eccentrically loaded long reinforced concrete columns with abrupt change of the cross section. The solution is based on the plastic theory. An experimental program checked the computed ultimate capacity values of the theoretical analysis.